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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2006 GARAGE <br /> GB-3 Date: 9/13/13 <br /> � Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=2.1 in2 R2=2.1 inZ (1.5) DL Defl= 0.19 in Recom Camber=0.28 in <br /> Data Beam Span 16.0 ft Reaction 1 LL � 800# Reaction 2 LL 800# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 1353# Reaction 2 TL 1353# <br /> Bm Wt Included 146# Maximum V 1353# <br /> Max Moment 5412'# Max V(Reduced) 1184# <br /> TL Max Defl L/240 TL Actual Defl L/519 <br /> LL Max Defl L/360 LL Actuai Defl L/>1000 <br /> Attributes Section in3) Shear(inz) TL Defl (in LL Defl <br /> Actual 75.00 37.50 0.37 0.18 <br /> Critical 27.06 7.40 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 36% 20% 46% 34% <br /> Fb ( si Fv si E si x mil Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 100 Uniform TL: 160 =A <br /> Uniform Load A <br /> � —_. 0 <br /> R1 = 1353 R2 = 1353 <br /> SPAN = 16FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />